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1)  Cyclic ultimate pull-out capacity
循环极限抗拔力
2)  ultimate pullout force
极限抗拔力
1.
Study on the ultimate pullout force of pre-stressed cable based on nonlinear Mohr-Coulomb failure criterion;
基于非线性Mohr-Coulomb强度准则下锚索极限抗拔力研究
2.
According to the ultimate equilibrium principle and Hock-Brown criterion, the ultimate pullout force of prestressed cable is studied and a ultimate-value principle is suggested.
结果表明:锚索极限抗拔力取决于锚索破裂面形状、岩体种类、无侧限抗压强度、风化程度以及灌浆材料和灌浆压力等。
3)  ultimate pullout capacity
极限抗拔力
1.
Based on Static Load Test of uplift Piles of Shanghai South Railway Station,ABAQUS finite element is used to study the influence to ultimate pullout capacity of the three factors.
抗拔桩的极限抗拔力是软土地基中抗拔桩设计的重要参数,为研究和分析抗拔桩极限抗拔力的影响因素,在国内外相关研究分析的基础上,结合上海火车南站抗拔桩静载试验实测数据,并通过ABAQUS有限元软件进行数值分析,研究了桩体弹性模量、桩长、桩径3种因素对抗拔桩极限抗拔力的影响。
4)  ultimate pull-out capacity
极限抗拔力
1.
Based on the upper bound limit analysis theorem,the associated flow rule and the nonlinear M-C failure criterion,the ultimate pull-out capacity(UPC)of vertically loaded strip plate anchors were studied by means of the kinematical approach of limit analysis theory.
在上限定理、相关联流动法则基础上,根据非线性破坏准则对法向受力条形浅锚极限抗拔力上限进行计算,其方法是:通过"切线法"引进变量,把锚板上填土的非线性抗剪强度指标ct和φt作为变量参数,对锚板上部填土建立含有变量的速度场,根据外力功率与内部耗能相等原理获得极限抗拔力的目标函数与约束条件;基于MATLAB软件平台,利用"序列二次规划算法"对该问题进行优化求解。
2.
Based on the upper bound limit analysis theorem,the nonlinear M-C failure criterion and non-associated flow rules,and the ultimate pull-out capacity(UPC) of horizontal rectangular anchors are studied by means of the kinematical approach of limit analysis theory.
在对锚板极限抗拔力进行分析时,既有研究手段和方法基本上都建立在相关联流动法则和岩土体材料的线性破坏准则基础上,然而大量实验成果证实岩土体材料一般并不遵循相关联流动法则且破坏准则具有非线性,因而现有极限抗拔力计算结果往往偏大。
5)  pullout ultimate bearing capacity
抗拔极限承载力
1.
The influence on the pullout ultimate bearing capacity of the inserted foundation is analyzed.
对一种新型杆塔基础——插入式基础进行了大量抗拔室内真型试验,分析了影响插入式基础抗拔极限承载力的各种因素。
6)  pull-out bearing capacity
极限抗拔承载力
1.
Based on Mohr-Coulomb criterion and the hypothesis that the lateral soil press along soil nail is linear,the calculation formula of pull-out bearing capacity of soil nail are developed when soil shear failure around soil nail and composite shear failure happen.
土钉的极限抗拔承载力受到钉土界面强度、土钉周围土体强度、上部土压力以及土钉杆体材料等因素的影响,本文根据不同情况把土钉拉拔的破坏方式分为4种:(1)沿钉土界面上发生的圆柱形剪切破坏;(2)沿土钉周围土体内部发生土体形剪切破坏;(3)破坏面部分位于钉土界面部分位于土钉周围土体的复合剪切破坏;(4)由于土钉杆体材料屈服发生的破坏。
补充资料:循环


循环


  ①顺着环形的轨道旋转,比喻事物周而复始的运动。②物理学名词。物质系统从某一状态经过一系列变化回到初始状态的过程。③医学上指血液和淋巴液在循环系统的流动过程。
  
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